Page 1

3-11/16"

595/8 "

162"

59 -5/ 8"

20151218 20160111

DISCLAIMER:

59 -5 /8 "

- W&W WILL NOT BE RESPONSABLE FOR ANY MEASUREMENTS OR DETAILS AFFECTING OTHER WORK EXCEPT OUR OWN OR ANY ERRORS OCCURRING DUE TO THE USE OF THESE DRAWINGS BY OTHER PARTIES. - NO PART OF THESE DRAWINGS MAY BE REPRODUCED IN ANY FORM WITHOUT THE EXPRESSED PREMISSION OF W&W.

311 /1 6"

59-5 /8"

REVISION 01 REVISION 02

1-7 /1 6"

59-5/8 "

ISSUES AND REVISIONS:

3-1 1/1 6"

1-7/16"

3-3/4" 59-5/8"

1-1/2" 59-3/8"

1-7/ 16"

3-1/2" 59-3/8"

16-1/4"

- GENERAL CONTRACTOR AND/OR ARCHITECT'S APPROVAL OF ALL DIMENSION AND DETAILS IS REQUIRED PRIOR TO FABRICATION

NOTES:

" /8 -5 59

" /4 -1 40

P01

15/ 16 "

59-5/8" 59-5/8"

40-1 /4"

401/4 "

59-5 /8"

1-7/ 16"

40 -1/ 4"

1-1 /2 "

59-5/ 8"

14.5° 14.5 °

1-1 /2"

3-11/1 6"

GLASS BY W & W GLASS, LLC. GLASS IS 12MM OPTIWHITE WITH LINE FRIT ON SURFACE 2, 1.52MM SGP, 12MM OPTIWHITE. ALL GLASS TEMPERED AND HEAT SOAKED.

OVERALL PLAN OF GLASS CANOPY

595/8 "

-

1-1/ 2"

16 2"

59 -5/ 8"

-

T-BRACKET SUPPLIED BY – TBD

1-1/2"

1-7/16"

22 -1 /2 "

-

PAINTING AND TOUCH UP OF STEELTO BE COMPLETED BY OTHERS

1-1/2"

3-11/16"

15 -1 /8 "

-

STEEL STRUCTURE CANNOT VARY MORE THAN ¼-INCH OR 1-DEGREE IN ANY DIRECTION FROM THEORETICAL POSITON SHOWN ON THESE DRAWINGS. HOLES OR ATTACHMENT LOCATIONS FOR T-BARS MUST BE SET IN VERTICAL AND HORIZONTAL ALIGNMENT WITHIN +- 1/8” AND 1⁰ OF ANGULARITY. CENTER TO ¼” IN HEIGHT. ANGULAR ALIGNMENT OF STEEL MEMBERS CANNOT VARY BY MORE THAN 1⁰

14 .5°

-

1-1/2"

ALL STEEL STRUCTURE BY OTHERS

59-5/8"

-

40-1/4"

14.5°

1-1/2"

PROJECT SPECIFIC NOTES:

1-7/16"

4" 40-1/

2" 1-1/

40-1/4"

5° 14.

/4" 40-1

/2" 1-1

/16" 1 1 3 8" 59-5/

" 1/4 40-

/2" 1 1

.5° 14

330-1/16"

4" -1/ 40

" /2 1 1-

/8" 59-5

14 .5°

" /16 7 1

40-1/4"

14.5 °

40 -1 /4 " 11/ 2"

1-1 /2 "

14.5°

40 -1/ 4"

6" 1 / 1 3-1

40-1/ 4"

401/4 " 1-1 /2"

40-1 /4" 1-1/ 2"

1-1/2 "

40-1/4 "

" 5/8 59-

18"

1-1/2"

1-1/4"

40-1/4"

8" -5/ 59

1-1/2"

60-1/2"

1-1/2"

60-1/2"

17-3/8"

" 16 / 7 1-

3-1 1/1 6"

1-7 /1 6"

31/ 2"

SCALE: 1/4" = 1' REFERENCE: (PILKINGTON REVISED SET[20150814])

W&W GLASS, LLC 300 AIRPORT EXECUTIVE PARK

NANUET, NY 10954 PHONE (845) 425-4000 FAX (845) 425-6156 ARCHITECT:

PELLI CLARKE PELLI ARCHITECTS CONTRACTOR:

W & W GLASS LLC PROJECT:

FMC TOWER ADDRESS:

SCHUYLKILL AVE W, PHILADELPHIA, PA 19104

DWG BY:

NLR

SCALE: AS NOTED

DATE:

20151111

JOB #:

5601

SHEET:

E01

SOUTHERN ELEVATION OF GLASS CANOPY SCALE: 1/4" = 1' REFERENCE: (PILKINGTON REVISED SET[20150814])

A01

OVERVIEW AXON OF GLASS CANOPY SCALE: 1/4" = 1' REFERENCE: (PILKINGTON REVISED SET[20150814])

WWG-01 01

OF 04

TITLE:

GLASS CANOPY FULL PLAN / ELEVATION/ OVERVIEW


162"

ISSUES AND REVISIONS:

REVISION 01 REVISION 02

4"

20151218 20160111

DISCLAIMER: - W&W WILL NOT BE RESPONSABLE FOR ANY MEASUREMENTS OR DETAILS AFFECTING OTHER WORK EXCEPT OUR OWN OR ANY ERRORS OCCURRING DUE TO THE USE OF THESE DRAWINGS BY OTHER PARTIES.

123"

22-1/8 "

114"

- NO PART OF THESE DRAWINGS MAY BE REPRODUCED IN ANY FORM WITHOUT THE EXPRESSED PREMISSION OF W&W. - GENERAL CONTRACTOR AND/OR ARCHITECT'S APPROVAL OF ALL DIMENSION AND DETAILS IS REQUIRED PRIOR TO FABRICATION

36"

NOTES:

7-3/8" 165-5/ 8"

24-7/8"

36"

36"

35-1/2 "

130"

135-11/16"

170-1/8"

2"

12-3/4" W&W GLASS, LLC 300 AIRPORT EXECUTIVE PARK

NANUET, NY 10954 PHONE (845) 425-4000 FAX (845) 425-6156 ARCHITECT:

PELLI CLARKE PELLI ARCHITECTS CONTRACTOR:

W & W GLASS LLC PROJECT:

FMC TOWER ADDRESS:

SCHUYLKILL AVE W, PHILADELPHIA, PA 19104

DWG BY:

NLR

SCALE: AS NOTED

DATE:

20151111

JOB #:

5601

SHEET:

E02

NORTHERN CANOPY ELEVATION SCALE: 1-1/2" = 1' REFERENCE: (PILKINGTON REVISED SET[20150814])

S01

CANOPY SECTION AT STRAIGHT SEGMENT SCALE: 3" = 1' REFERENCE: (PILKINGTON REVISED SET[20150814])

WWG-02 02 TITLE:

GLASS CANOPY SECTION / ELEVATION

OF 04


4-1/2"

1" 2" 1"

ISSUES AND REVISIONS:

REVISION 01 REVISION 02

20151218 20160111

- W&W WILL NOT BE RESPONSABLE FOR ANY MEASUREMENTS OR DETAILS AFFECTING OTHER WORK EXCEPT OUR OWN OR ANY ERRORS OCCURRING DUE TO THE USE OF THESE DRAWINGS BY OTHER PARTIES.

12-3/4"

14-1/2"

DISCLAIMER:

- NO PART OF THESE DRAWINGS MAY BE REPRODUCED IN ANY FORM WITHOUT THE EXPRESSED PREMISSION OF W&W.

1/2"

D01

4-1/2"

NOTES:

1/2"

1-5/16" 1"

1-1/4"

2-1/16" NOTE: IF STEEL BAR WERE WELDED IT WOULD BECOME WAVY. IT FUNCTIONS AS A WASHER AND MUST HAVE FLAT FACE.

6-7/8"

1/4"

5-1/2"

6-9/16"

- GENERAL CONTRACTOR AND/OR ARCHITECT'S APPROVAL OF ALL DIMENSION AND DETAILS IS REQUIRED PRIOR TO FABRICATION

1-1/4"

1-1/4"

4-5/8"

4"

SECTION OF GLASS CLAMP AT END LITE COLUMN SCALE: 3" = 1'

D02

REFERENCE: (PILKINGTON REVISED SET[20150814])

SECTION OF GLASS CLAMP AT INTERMEDIATE CANTILEVER SCALE: 3" = 1' REFERENCE: (PILKINGTON REVISED SET[20150814])

3-1/2"

1/4" ( 3/8" ( CLEAR VISI C O 1/4" ( ERAMIC FR N) 3/8" ( CLEAR VIS IT) CERAM ION) IC FRI T)

14-7/1 6"

1-3/4"

1-1/2"

1"

3"

12-3/4"

D03

PLAN OF GLASS CLAMP AT END LITE

D04

SCALE: 3" = 1' REFERENCE: (PILKINGTON REVISED SET[20150814])

PLAN OF GLASS CLAMP AT INTERMEDIATE LITE SCALE: 3" = 1'

D05

REFERENCE: (PILKINGTON REVISED SET[20150814])

SECTION OF GLASS CLAMP AT CANOPY OUTER EDGE SCALE: 3" = 1' REFERENCE: (PILKINGTON REVISED SET[20150814])

1-9/16"

W&W GLASS, LLC 300 AIRPORT EXECUTIVE PARK

1-3/4 "

NANUET, NY 10954 PHONE (845) 425-4000 FAX (845) 425-6156 ARCHITECT:

PELLI CLARKE PELLI ARCHITECTS

3"

CONTRACTOR:

W & W GLASS LLC PROJECT:

FMC TOWER ADDRESS:

1/4" (CLEAR VISION) 3/8" (CERAMIC FRIT) 1/4" (CLEAR VISION) 3/8" (CERAMIC FRIT)

1-1/2"

1-1/4"

D06

PLAN OF GLASS CLAMP AT END LITE SCALE: 3" = 1' REFERENCE: (PILKINGTON REVISED SET[20150814])

D07

PLAN OF GLASS CLAMP AT INTERMEDIATE LITE SCALE: 3" = 1' REFERENCE: (PILKINGTON REVISED SET[20150814])

SCHUYLKILL AVE W, PHILADELPHIA, PA 19104

DWG BY:

NLR

SCALE: AS NOTED

DATE:

20151111

JOB #:

5601

SHEET:

D08

SECTION OF GLASS CLAMP AT CANOPY TOP SCALE: 3" = 1' REFERENCE: (PILKINGTON REVISED SET[20150814])

WWG-03 03 TITLE:

GLASS CANOPY DETAILS

OF 04


ISSUES AND REVISIONS:

REVISION 01

20151218

DISCLAIMER: - W&W WILL NOT BE RESPONSABLE FOR ANY MEASUREMENTS OR DETAILS AFFECTING OTHER WORK EXCEPT OUR OWN OR ANY ERRORS OCCURRING DUE TO THE USE OF THESE DRAWINGS BY OTHER PARTIES. - NO PART OF THESE DRAWINGS MAY BE REPRODUCED IN ANY FORM WITHOUT THE EXPRESSED PREMISSION OF W&W. - GENERAL CONTRACTOR AND/OR ARCHITECT'S APPROVAL OF ALL DIMENSION AND DETAILS IS REQUIRED PRIOR TO FABRICATION

NOTES:

D09

DETAIL SIDE ELEVATION OF ASSEMBLED "T" CLAMP TYPE A (SHOWN WITHOUT GLASS OR SUPPORTING STRUCTURAL STEEL) SCALE: 1" = 1" REFERENCE: (PILKINGTON REVISED SET [20150814])

D10

DETAIL END ELEVATION OF ASSEMBLED "T" CLAMP TYPE A SCALE: 1" = 1" REFERENCE: (PILKINGTON REVISED SET [20150814])

W&W GLASS, LLC 300 AIRPORT EXECUTIVE PARK

NANUET, NY 10954 PHONE (845) 425-4000 FAX (845) 425-6156 ARCHITECT:

PELLI CLARKE PELLI ARCHITECTS CONTRACTOR:

W & W GLASS LLC PROJECT:

FMC TOWER ADDRESS:

SCHUYLKILL AVE W, PHILADELPHIA, PA 19104

DWG BY:

NLR

SCALE: AS NOTED

DATE:

20151111

JOB #:

5601

SHEET:

WWG-04 04

D11

DETAIL AXON VIEW OF EXPLODED "T" CLAMP TYPE A SCALE: 1" = 1-1/2" REFERENCE: (PILKINGTON REVISED SET [20150814])

D12

AXON VIEW OF ASSEMBLED "T" CLAMP TYPE A SCALE: 1" = 1-1/2" REFERENCE: (PILKINGTON REVISED SET [20150814])

TITLE:

GLASS CLAMP PARTS

OF 8


ISSUES AND REVISIONS:

REVISION 01

20151218

DISCLAIMER: - W&W WILL NOT BE RESPONSABLE FOR ANY MEASUREMENTS OR DETAILS AFFECTING OTHER WORK EXCEPT OUR OWN OR ANY ERRORS OCCURRING DUE TO THE USE OF THESE DRAWINGS BY OTHER PARTIES. - NO PART OF THESE DRAWINGS MAY BE REPRODUCED IN ANY FORM WITHOUT THE EXPRESSED PREMISSION OF W&W. - GENERAL CONTRACTOR AND/OR ARCHITECT'S APPROVAL OF ALL DIMENSION AND DETAILS IS REQUIRED PRIOR TO FABRICATION

NOTES:

D13

DETAIL SIDE ELEVATION OF ASSEMBLED "T" CLAMP TYPE B (SHOWN WITHOUT GLASS OR SUPPORTING STRUCTURAL STEEL) SCALE: 1" = 1" REFERENCE: (PILKINGTON REVISED SET [20150814])

D14

DETAIL END ELEVATION OF ASSEMBLED "T" CLAMP TYPE B SCALE: 1" = 1" REFERENCE: (PILKINGTON REVISED SET [20150814])

W&W GLASS, LLC 300 AIRPORT EXECUTIVE PARK

NANUET, NY 10954 PHONE (845) 425-4000 FAX (845) 425-6156 ARCHITECT:

PELLI CLARKE PELLI ARCHITECTS CONTRACTOR:

W & W GLASS LLC PROJECT:

FMC TOWER ADDRESS:

SCHUYLKILL AVE W, PHILADELPHIA, PA 19104

DWG BY:

NLR

SCALE: AS NOTED

DATE:

20151111

JOB #:

5601

SHEET:

WWG-05 05

D15

DETAIL AXON VIEW OF EXPLODED "T" CLAMP TYPE B SCALE: 1" = 1-1/2" REFERENCE: (PILKINGTON REVISED SET [20150814])

D16

AXON VIEW OF ASSEMBLED "T" CLAMP TYPE B SCALE: 1" = 1-1/2" REFERENCE: (PILKINGTON REVISED SET [20150814])

TITLE:

GLASS CANOPY PARTS

OF 8


ISSUES AND REVISIONS:

114" 2"

3"

2"

36"

REVISION 01

36"

36"

20151218

3"

X19

6 9/16"

9/16" 6 1/8"

1-13/16" 9/16" DISCLAIMER: - W&W WILL NOT BE RESPONSABLE FOR ANY MEASUREMENTS OR DETAILS AFFECTING OTHER WORK EXCEPT OUR OWN OR ANY ERRORS OCCURRING DUE TO THE USE OF THESE DRAWINGS BY OTHER PARTIES.

4-13/16" 3/8"

2"

2"

1/2" 5/8"

2 3/4"

STAINLESS STEEL STUDS WELDED FROM UNDERSIDE AND GROUND SMOOTH TO MATCH ARCHITECTURALLY EXPOSED STRUCTURAL STEEL

- NO PART OF THESE DRAWINGS MAY BE REPRODUCED IN ANY FORM WITHOUT THE EXPRESSED PREMISSION OF W&W.

STAINLESS STEEL STUDS WELDED FROM UNDERSIDE AND GROUND SMOOTH TO MATCH ARCHITECTURALLY EXPOSED STRUCTURAL STEEL

- GENERAL CONTRACTOR AND/OR ARCHITECT'S APPROVAL OF ALL DIMENSION AND DETAILS IS REQUIRED PRIOR TO FABRICATION

5/8" 5/8"

NOTES:

4" 5/8" MATERIAL: A572 GR 42 STEEL OR SIMILAR, PRIMED AND PAINTED WITH HIGH PERFORMANCE 3 FABRICATED TO ARCHITECTURALLY EXPOSED STRUCTURAL STEEL SPECIFICATION (STUDS STAINLESS STEEL)

114" 2-5/8"

2"

3"

X2

3"

2-7/8"

9/16" 113-1/4"

2-7/8"

2"

6-9/16" 2-3/8"

2-7/8"

36"

3/8" 1-13/16"

4-13/16" 3/8" 1/2"

11/16" 1-1/8"

36"

36"

STAINLESS STEEL STUDS WELDED FROM UNDERSIDE AND GROUND SMOOTH TO MATCH ARCHITECTURALLY EXPOSED STRUCTURAL STEEL

5/8"

3"

18"

STAINLESS STEEL STUDS WELDED FROM UNDERSIDE AND GROUND SMOOTH TO MATCH ARCHITECTURALLY EXPOSED STRUCTURAL STEEL

18"

18"

18"

18"

18"

3"

11/16" 4-5/8"

1-1/8"

5/8" MATERIAL: A572 GR 42 STEEL OR SIMILAR, PRIMED AND PAINTED WITH HIGH PERFORMANCE 3 FABRICATED TO ARCHITECTURALLY EXPOSED STRUCTURAL STEEL SPECIFICATION (STUDS STAINLESS STEEL)

113-1/4" 2-5/8"

36"

36"

36"

2-5/8"

X4 2-7/8"

1-7/16" 1-3/4" 1-1/2" MATERIAL: STAINLESS STEEL

1/8"

9'-6" 3"

X40 1 1/4"

7/16"

36"

36"

36"

3"

5/8" 5/8" MATERIAL: A572 GR 42 STEEL OR SIMILAR, PRIMED AND PAINTED WITH HIGH PERFORMANCE 3 FABRICATED TO ARCHITECTURALLY EXPOSED STRUCTURAL STEEL SPECIFICATION

1/8"

114" 3"

X2

18"

18"

18"

18"

18"

3"

18"

11/16" 2 1/16"

7/16"

1-3/8" MATERIAL: A572 GR 42 STEEL OR SIMILAR, PRIMED AND PAINTED WITH HIGH PERFORMANCE 3 FABRICATED TO ARCHITECTURALLY EXPOSED STRUCTURAL STEEL SPECIFICATION

5/16"

114" 3"

X40

1 1/4"

7/16"

36"

36"

36"

3"

36"

3"

5/8" 5/8" MATERIAL: BLACK SILICONE (80 DUROMETER)

1/4"

114" 3"

X40

1 1/16"

36"

36"

7/16" 7/16" 5/8" MATERIAL: BLACK SILICONE (80 DUROMETER)

1/4"

114" 3"

X4 2 1/16"

18"

18"

18"

18"

18"

18"

3"

11/16" 7/16"

1-3/8" MATERIAL: BLACK SILICONE (80 DUROMETER)

1/4"

9/16"

9/16"

3/8"

3/8"

3/8"

9/16"

5"

3/8"

W&W GLASS, LLC

X152

X160

X8

X168

X152

X152

X12 MATERIAL: STAINLESS STEEL

3/8"

X32 1-9/16"

1-9/16"

MATERIAL: STAINLESS STEEL

MATERIAL: STAINLESS STEEL

11/16" MATERIAL: STAINLESS STEEL

11/16"

1-3/16"

MATERIAL: STAINLESS STEEL

MATERIAL: STAINLESS STEEL

1-3/16"

0.66"

MATERIAL: STAINLESS STEEL

MATERIAL: BLACK LOW-DENSITY POLYETHYLENE

1/2"

X32 X16

ARCHITECT:

PELLI CLARKE PELLI ARCHITECTS CONTRACTOR:

5/16" X162

NANUET, NY 10954 PHONE (845) 425-4000 FAX (845) 425-6156

1-3/8"

X152

1-1/16"

300 AIRPORT EXECUTIVE PARK

W & W GLASS LLC

CENTERED 1/16" OFFSET 1/8" OFFSET 1/4" OFFSET 2-1/8"

PROJECT:

FMC TOWER ADDRESS:

SCHUYLKILL AVE W, PHILADELPHIA, PA 19104

MATERIAL: BLACK LOW-DENSITY POLYETHYLENE

1/16"

7/8"

3/8"

1/4"

1/2"

1/4"

DWG BY:

NLR

SCALE: AS NOTED

7/8"

7/8"

DATE:

20151111

JOB #:

5601

SHEET:

WWG-06 06

D17

PARTS DETAILS OF "T" CLAMP TYPES A & B SCALE: N.T.S. REFERENCE: (PILKINGTON REVISED SET [20150814])

TITLE:

GLASS CANOPY PARTS

OF 8


ISSUES AND REVISIONS:

REVISION 01

20151218

DISCLAIMER: - W&W WILL NOT BE RESPONSABLE FOR ANY MEASUREMENTS OR DETAILS AFFECTING OTHER WORK EXCEPT OUR OWN OR ANY ERRORS OCCURRING DUE TO THE USE OF THESE DRAWINGS BY OTHER PARTIES. - NO PART OF THESE DRAWINGS MAY BE REPRODUCED IN ANY FORM WITHOUT THE EXPRESSED PREMISSION OF W&W. - GENERAL CONTRACTOR AND/OR ARCHITECT'S APPROVAL OF ALL DIMENSION AND DETAILS IS REQUIRED PRIOR TO FABRICATION

NOTES:

23.595"

36.625"

18.000"

35.500"

36.625" 36.000"

36.000"

36.000"

36.000"

36.000"

36.000"

36.000"

165.625"

18.000"

165.625" 36.000"

36.000" 36.000"

165.625"

36.000" 36.000"

36.000"

36.000"

18.000"

18.000"

36.000"

36.000"

18.000"

18.000"

18.000"

18.000"

36.000"

36.000"

165.625"

165.625"

18.000"

18.000" 18.000"

165.625"

35.500"

60.754"

35.500"

36.625"

35.500"

35.500"

35.500"

36.625"

35.500"

35.500"

60.518"

60.518"

60.754"

22.115"

59.625"

18.000"

36.625"

17.083"

59.412"

59.412"

59.625"

36.625"

16.037"

W&W GLASS, LLC 300 AIRPORT EXECUTIVE PARK

22.125"

22.125"

22.125"

22.125"

22.125"

22.125"

22.125"

22.125"

NANUET, NY 10954 PHONE (845) 425-4000 FAX (845) 425-6156 ARCHITECT:

PELLI CLARKE PELLI ARCHITECTS CONTRACTOR:

W & W GLASS LLC 17.451"

40.250"

60.505"

60.505"

40.250"

15.083" PROJECT:

FMC TOWER ADDRESS:

SCHUYLKILL AVE W, PHILADELPHIA, PA 19104

DWG BY:

NLR

SCALE: AS NOTED

GL1

CANOPY GLASS TYPES

DATE:

20151111

JOB #:

5601

SHEET:

WWG-07

SCALE: 1" = 1' REFERENCE: (PILKINGTON REVISED SET[20150814])

07 TITLE:

CANOPY GLASS TYPES

OF 8

FMC Tower Canopy Fab Sheets  

This set breaks down a complex glass canopy with very low allowable tolerances into a clear, simple breakdown of parts and quantities for di...

FMC Tower Canopy Fab Sheets  

This set breaks down a complex glass canopy with very low allowable tolerances into a clear, simple breakdown of parts and quantities for di...

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